Physical Tests on Cement

 Physical Tests on Cement

(a) Soundness Test: It is conducted by sieve analysis. 100 gms of cement is taken and sieved
through IS sieve No. 9 for fifteen minutes. Residue on the sieve is weighed. This should not exceed 10 per cent by weight of sample taken.

(b) Setting Time:  Initial  setting  time  and  final  setting  time  are  the  two  important  physical
properties of cement. Initial setting time is the time taken by the cement from adding of water to the
starting of losing its plasticity. Final setting time is the time lapsed from adding of the water to complete loss of plasticity. Vicat apparatus is used for finding the setting times.Vicat apparatus consists of a movable rod to which any one of the three needles shown in figure can be attached. An indicator is attached to the movable rod. A vicat mould is associated with this apparatus which is in the form of split cylinder.

Before finding initial and final setting time it is necessary to determine water to be added to get

standard consistency. For this 300 gms of cement is mixed with about 30% water and cement paste

prepared is filled in the mould which rests on non porous plate. The plunger is attached to the movable rod of vicat apparatus and gently lowered to touch the paste in the mould. Then the plunger is allowed to move freely. If the penetration is 5 mm to 7 mm from the bottom of the mould, then cement is having standard consistency. If not, experiment is repeated with different proportion of water fill water required for standard consistency is found. Then the tests for initial and final setting times can be carried out as explained below:

Initial  Setting  Time:  300  gms  of  cement  is  thoroughly  mixed  with  0.85  times  the  water  for

standard  consistency  and  vicat  mould  is  completely  filled  and  top  surface  is  levelled.  1  mm  square needle is fixed to the rod and gently placed over the paste. Then it is freely allowed to penetrate. In the beginning the needle penetrates the paste completely. As time lapses the paste start losing its plasticity and offers resistance to penetration. When needle can penetrate up to 5 to 7 mm above bottom of the paste experiment is stopped and time lapsed between the addition of water and end if the experiment is noted as initial setting time.

Final Setting Time. The square needle is replaced with annular collar. Experiment is continued

by  allowing  this  needle  to  freely  move  after  gently  touching  the  surface  of  the  paste. Time  lapsed between the addition of water and the mark of needle but not of annular ring is found on the paste. This time is noted as final setting time.

(c) Soundness Test: This test is conducted to find free lime in cement, which is not desirable. Le

Chatelier apparatus shown in Fig. 1.6 is used for conducting this test. It consists of a split brass mould

of diameter 30 mm and height 30 mm. On either side of the split, there are two indicators, with pointedends. The ends of indicators are 165 mm from the centre of the mould.

Properly  oiled  Le  Chatelier  mould  is  placed  on  a  glass  plate  and  is  filled  completely  with  a

cement  paste  having  0.78  times  the  water  required  for  standard  consistency.  It  is  then  covered  withanother glass plate and a small weight is placed over it. Then the whole assembly is kept under water for 24 hours. The temperature of water should be between 24°C and 50°C. Note the distance between the indicator. Then place the mould again in the water and heat the assembly such that water reaches the boiling point in 30 minutes. Boil the water for one hour. The mould is removed from water and allowed to cool. The distance between the two pointers is measured. The difference between the two readings indicate the expansion of the cement due to the presence of unburnt lime. This value should not exceed 10 mm.

(d) Crushing Strength Test: For this 200 gm of cement is mixed with  600 gm of standard sand

confirming  to  IS  650–1966. 

After  mixing  thoroughly  in  dry  condition  for  a  minute  distilled  potable water  percentage is added where P is the water required for the standard consistency. They are  mixed with trowel for 3 to 4 minutes to get uniform mixture. The mix is placed in a cube mould of 70.6 mm size (Area 5000 mm 2 ) kept on a steel plate and prodded with 25 mm standard steel rod 20 times within 8 seconds. Then the mould is placed on a standard vibrating table that vibrates at a speed of 12000 ± 400 vibration  per minute. A hopper is secured at the top and the remaining mortar is filled. The mould is vibrated for two minutes and hopper removed. The top is finished with a knife or with a trowel and levelled. After 24 ± 1 hour mould is removed and cube is placed under clean water for curing.

After specified period cubes are tested in compression testing machine, keeping the specimen on

its level edges. Average of three cubes is reported as crushing strength. The compressive strength at the end of 3 days should not be less than 11.5 N/mm 2  and that at the end of 7 days not less than 17.5 N/mm 2 .

About Author:

I am Thomas Britto here to share my experiences in the civil engineering field to all my readers.Today many students are struggling to buy books at high prices. So I decided to start a blog and share my experience and knowledge with all my readers.

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